WQ0042349_Application_20210225

Union County
EST. 1842
February 22, 2021
Mr. Matthew Kirchner, P.E.
Eagle Engineering
2013-A Van Buren Avenue
Indian Trail, NC 28079
Union County Public Works
500 North Main Street
Suite #400
Monroe, NC 28112
T. 704.296.4210
www.unioncountync.gov
Re: Sewer Treatment Capacity
Faith Church Road Business Park
RECEIVED/NCDEQ/DWR
FEB 2 5 2021
MOORESVILWOROS
LE REGIONAL OFFICE
Dear Mr. Reiking:
Union County Public Works Department can accept the additional discharge of 6,800 gallons per
day of domestic wastewater from this project for transmission to the Crooked Creek Wastewater
Treatment Plant (NPDES permit number NC0069841) for treatment. This allocation is intended
to serve the above mentioned project.
If you have any questions please don't hesitate to call.
Sincerely:
///
Cr tal O. Panico, P.E.
New Development Program Manager
COP/br

Faith Church Road Business Park Sewer Extension
Fast Track Application Cover Letter
Package Includes:
• Cover Letter
• Fast Track Application (one original, one copy)
• Flow Tracking/Acceptance Form
• USGS Topographic Map
• Street Level Aerial Map
• Check ($480.00)
RECEIVED/NCDEQ/DWR
FEB 2 5 2021
WQROS
MOORESVILLE REGIONAL OFFICE
Narrative:
• The proposed project consists of no installation of sewer in any public right of way. The system
is designed to convey 100% industrial sanitary sewer from 4 proposed light industrial buildings
with a total of 12 units with office and warehouse space to the existing Union County Public
Works 8" sanitary sewer mains running perpendicular to Faith Church Road Ext. and parallel to
Highwood Drive.
• Flow is calculated as follows:
[Office: 25 gal/employee/shift x 80 employees] = 2,000 gpd
[Warehouse: 100 gal/loading bay x 48 loading bays] = 4,800 gpd
Total = 6,800 gpd

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 04 4q (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Faith Commercial Partners, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ® General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Johnathan McCall per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 2627 Brekonridge Centre Dr
City: Monroe State: NC Zip: 28110-
5. Applicant's contact information:
Phone number: [phone] Email Address: imccallna,carolina-development.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: Faith Church Road Business Park
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.070159° Longitude: -80.640409°
5. Parcel ID (if applicable): 07066013B
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew C. Kirchner
Firm: Eagle Engineering
Mailing address: 2013A Van Buren Avenue
City: Indian Trail State: NC Zip: 28079-
Phone number: [phone] Email Address: mkirchnerna,eagleonline.net
License Number: 45509
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Crooked Creek Permit Number: NC0069841
Owner Name: Union County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0014235 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Union County
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
0 Yes 0No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
O Residential Owned
O Residential Leased
0 School / preschool / day care
0 Food and drink facilities
® Businesses / offices / factories
❑ Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
❑ Nursing Home
5. Nature of wastewater : % Domestic/Commercial
0 Car Wash
0 Hotel and/or Motels
❑ Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
% Commercial
100 % Industrial (See 15A NCAC 02T .0103(20))
)Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Yes ® No
® No
Establishment Type (see 02T.01.140))
Daily Design Flow 0
No. of Units
Flow
General Business and Office Facilities
(25 gal/employee/shift)
80
employees
2,000 GPD
Warehouse
(100 gal/loading bay)
48 bays
4,800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6,800 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6,800 GPD (per I SA NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
647
SDR-35
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
> 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
®Yes No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separationrequirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
El Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
1, Matthew C. Kirchner, P.E.
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
attest that this application for
\\`CA/ti
North Carolina Professional Engineer's seal, signature, and date: C���i���
2�'oFE s/Q'V%
SEAL
•
045509
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 301.hvkn C.AII 1 t" J' (Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
I N e •
/i//VFW C K‘ o$' /2021
Signature
attest that this application for
Date: S .- Q-0 a l
FORM: FTA 04-16
Page 5 of 5

2013A Van Buren Avenue
Indian Trail, NC 28079
[phone]
www.eagleonline.net
AERIAL EXHIBIT
INDIAN TRAIL, UNION COUNTY, NORTH CAROLINA
PARCEL NUMBER: 07066013E
SCALE: 1" = 150'
JOB NAME: FAITH CHURCH ROAD BUSINESS PARK
CLIENT: FAITH COMMERCIAL PARTNERS, LLC.
JOB NUMBER: 6733 LOCATION: FAITH CHURCH RD EXT
INDIAN TRAIL, NC

EAGLE ENGINEERING
2013A Van Buren Avenue
Indian Trail, NC 28079
[phone]
www.eagleonline.net
A PORTION OF USGS TOPOGRAPHIC MAP
SCALE: 1 " = 500'
JOB NAME: FAITH CHURCH ROAD BUSINESS PARK
CLIENT: FAITH COMMERCIAL PARTNERS, LLC.
JOB NUMBER: 6733 LOCATION: FAITH CHURCH RD EXT
INDIAN TRAIL, NC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Faith Church Road Business Park
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Crooked Creek WWTP
b. WWTP Facility Permit #: NC0069841
All flows are in MGD
c. WWTP facility's permitted flow 1.9
d. Estimated obligated flow not yet tributary to the WWTP 0.4874
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.13
0.0068
1.6242
85.48
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Crooked Creek WWTP
Downstream Permit Number: WQ0001158
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Crystal O. Panico, PE certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing i ial ignature Date
New Development Program Manager
Title of Signing Official
22727
Page 2 of 6
FTSE 10-18

NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
FAITH COMMERCIAL PARTNERS, LLC
the original of which was filed in this office on the 20th day of May, 2019.
El
Scan to verify online.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 20th day of May, 2019.
"A44, J ra4,014.ie
Certification# C201913000351-1 Reference# C201913000351-1 Page: 1 of 3
Verify this certificate online at http://www.sosnc.gov/verification
Secretary of State

The mailing address, if different from the street address, of the principal office of the company is:
Number and Street:
City State: Zip Code: County:
b.
The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity) are
attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
creation document.
Name
Title
Business Address
G. David Cuthbertson
Manager
2627 Brekoneridge Centre Drive
Monroe, NC 28110
9. (Optional): Please provide a business e-mail address Privacy Redaction
The Secretary of State's Office will e-mail the business au u„raucany at <ne aauress proviaea above at no cost when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
Upon Filing
This is the 10th day of May
,2019
Signature
Mark R. Hinson - Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised August. 2017)
P.O. BOX 29622 Raleigh, NC 27626-0622
Form L-01